Open Access
| Issue |
BIO Web Conf.
Volume 216, 2026
The 6th Sustainability and Resilience of Coastal Management (SRCM 2025)
|
|
|---|---|---|
| Article Number | 07001 | |
| Number of page(s) | 11 | |
| Section | Conservation of Coastal Areas | |
| DOI | https://doi.org/10.1051/bioconf/202621607001 | |
| Published online | 05 February 2026 | |
- B. Triatmodjo, Teknik Pantai. Yogyakarta, Indonesia: Beta Offset, 1999. [Google Scholar]
- J.W. van der Meer and C.M. Stam, “Wave run-up on smooth and rock slopes of coastal structures,” Ocean Engineering, 1992. [Google Scholar]
- I. Melito and J.A. Melby, “Wave runup, transmission, and reflection for structures armored with CORE LOC®,” Coastal Engineering, vol. 45, no. 1, pp. 33-52, 2002, doi: 10.1016/S0378-3839(01)00044-8. [Google Scholar]
- H. Schüttrumpf and M.R.A. Van Gent, “Wave overtopping at seadikes,” Coastal Structures 2003 - Proceedings of the Conference, vol. 40733, no. June, pp. 431-443, 2003, doi: 10.1061/40733(147)36. [Google Scholar]
- T. Pang, X. Wang, R.A. Nawaz, G. Keefe, and T. Adekanmbi, “Coastal erosion and climate change: A review on coastal-change process and modeling,” Ambio, vol. 52, no. 12, pp. 2034-2052, 2023, doi: 10.1007/s13280 023-01901-9. [Google Scholar]
- A.J.C. Crespo et al., “DualSPHysics: Open-source parallel CFD solver based on Smoothed Particle Hydrodynamics (SPH),” Comput Phys Commun, vol. 187, pp. 204-216, Feb. 2015, doi: 10.1016/j.cpc.2014.10.004. [Google Scholar]
- C. Irawan and H.D. Armono, “Numerical Study of the of Proposed Hexaloc Concrete Armor Units under Static Loading,” IOP Conf Ser Earth Environ Sci, vol. 1250, no. 1, 2023, doi: 10.1088/1755 1315/1250/1/012005. [Google Scholar]
- J.P. Ahrens, “Irregular wave runup on smooth slopes.,” U.S. Army Coastal Engineering Research Center, Coastal Engineering Technical Aid, vol. 81-17, 1981. [Google Scholar]
- H. Mase, “Random Wave Runup Height on Gentle Slope,” J Waterw Port Coast Ocean Eng, vol. 115, no. 5, pp. 649-661, 1989, doi: 10.1061/(asce)0733-950x(1989)115:5(649). [Google Scholar]
- S.L. Douglass, “Estimating extreme values of run-up on beaches,” Journal of Waterway, Port, Coastal, and Ocean Engineering, vol. 118, no. 2, pp. 220-224, 1992. [Google Scholar]
- J.P. Ahrens, “Approximate upper limit of irregular wave runup on riprap,” Journal of Waterway, Port, Coastal, and Ocean Engineering, vol. 114, no. 4, pp. 614-635, 1988. [Google Scholar]
- G. Argente, M.E. Gómez-Martín, and J.R. Medina, “Hydraulic stability of the armor layer of overtopped breakwaters,” J Mar Sci Eng, vol. 6, no. 4, pp. 1-13, 2018, doi: 10.3390/jmse6040143. [Google Scholar]
- Ferryanto, O. Setyandito, Nizam, N. Yuwono, and W. Trihadi, “Wave run-up characteristic on armour layer breakwater using the smoothed particle hydrodynamics (SPH) method,” in IOP Conference Series: Earth and Environmental Science, Institute of Physics, 2024. doi: 10.1088/1755-1315/1324/1/012031. [Google Scholar]
- J.M. Domínguez et al., “State-of-the-art SPH solver DualSPHysics: from fluid dynamics to multiphysics problems,” pp. 1-43, 2021, doi: 10.1007/s40571-021-00404-2. [Google Scholar]
- M.A. Losada and L.A. Giménez-Curto, Mound Breakwaters Under Wave Attack. Santander, Spain: Dept. of Oceanographical and Ports Engineering, University of Santander, 1979. [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.